C.O Keyao Koot Kinfi road Km. 0.000 to 13.500

Amount

Preparation and consolidation of sub grade with power road roller 8 to 12 tone capacity after excavating earth to an average of 22.5 cm depth dressing to camber and consolidating with road roller including making good the undulation etc. and rerolling the sub grade and disposal of surplus earth within all leads and lift complete as per HPPWD specifications including carriage of material within all leads as per direction of Engineer-in-Charge.

Stone soling properly handpacked filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 150 mm spread thickness (finished work including materials and labour) including carriage of material within all leads and lifts and as per HP.PWD., specification of 1990 volume-I and as per direction of Engineer-in-Charge.

Providing laying, spreading and comacting stone aggregatges of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packag, rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density G-2 as per technical specificaiton clause 405, by mechanical means including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing laying, spreading and comacting stone aggregatges of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packag, rolling with smooth wheel roller 80-100 Kn in stage to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density G-III as per technical specificaiton clause 405, by mechanical means including hauling of material in all leads and lifts as per the entire satisfaction and direction of Engineer-in-Charge.

Providing and applying primer coat with bituen emulsion (SS-1) on prepared suface of granular base including cleaning of rad surface and spraying primer at the rate of 0.70 Kg/sqm using mechanical means as per Technical specification clause 502 including hauling of material in all leads and lifts as per satisfaction and direction of the Engineer-in-charge.

Providing aplying and laying tack coat with bitumen emulsion (RS-1) using emulsion distributor as the rate 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with hydraulic broom as per technical specification clause 503 including hauling of material in all leads and lifts as per the entire satisfaction and directin of the Engineer-in-Charge.

Providing and laying 30mm (thirty milimeter) compacted thickness of semi-dense bituminous concrete on prepared surface with 80 to 100 (Eighty/hundred) tonne per hour capacity batch type computerised hot mix plant using crushed aggregate confirming to grading-II of the table 500-15 of MORTH specifications for road and bridge work (fourth revision) premixed with CRMB-55 grade 5% (five percent) minimum and cement filler as per the approved Job mix formula as per clause No. 507.2.4 transporting the mixed materials to the site of work, laying with hydrostatic paver finisher with senor controller, to the required grade, level and alignment rolling with smooth wheeled, vibratory/tendam road roller to achive the desired compacting including all corrective meassures such as patching pot holes, sealing of cracks including all profile correction within all leads and lifts including meachanical transportation as per direction of the Engineer-in-charge.

Excavation for structures Earthe work in excavatio for foundation of structures upto 3 metre depth as per drawing and technical specification cluase 1104 including setting out, construction of shoring and bracin, removal of stumps and other deleterious matter, dressing of sides and bottam and backfilling with approval material with in all leads and lifts including mechanical transportation as per the entire satisfaction and direction of the Engineer-in-charge.

Providing concrete for plain/reinforced concrete in open foundation complete as per drawings and technical specifications clause 802,803,1202 & 1203 C.conc. 1:3:6 including the cost of form work and hauling of material in all leads and lifts as per the entire satisfaction and direction of the Engineer-in-charge.

DHARAM PAL GOVT CONTRACTOR